Phosphogypsum-sludge combined curing treatment method
A technology of curing treatment and phosphogypsum, which is used in filling, solid waste removal, construction, etc., can solve problems such as large addition of curing agent, difficulty in large-scale promotion and application, and increase in project cost.
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example 1
[0017] The test silt was dredged from Baima Lake District, Huai'an City, and its performance indicators are shown in Table 1. The phosphogypsum was taken from a phosphogypsum yard of a phosphate fertilizer factory in Huai'an, Jiangsu Province, and the moisture content of phosphogypsum was 29%. Since phosphogypsum is piled up in the yard, it is easy to cement and form aggregates under the pressure of its own weight, with a diameter of about 2 to 10 cm.
[0018] Table 1 Physical property index of sludge
[0019] rock and soil
[0020] Manually crush these agglomerates and pass through a 5mm sieve; 3 Silt (1460kg) and 1300kg of phosphogypsum are mechanically stirred and mixed, and the water content of the phosphogypsum-silt mixture is 57%; then add 7.2% (200kg) of quicklime and 4.9% (135kg) of fly ash to the phosphogypsum-silt mixture , mechanically stirred for 4 minutes, and then stacked the stuffed material. After 3 days of stuffed material, the compaction test was c...
example 2
[0022] 1m3 silt (1460kg) and 1000kg of phosphogypsum were mechanically stirred and mixed, and the water content of the phosphogypsum-silt mixture was 60%; then 147.6kg of 6% quicklime and 157.4kg of 6.4% fly ash were added to the phosphogypsum-silt mixture , mechanically stirred for 4 minutes, and then stacked the stuffed material. After 3 days of stuffed material, the compaction test was carried out with a light compaction instrument to obtain the compacted dry density. The φ5×10cm cylindrical sample was made by the static pressure method, and the unconfined resistance of the sample was measured. Compressive strength q u =200.3kPa, the unconfined compressive strength q of the sample when curing for 7 days u =396.8kPa, the unconfined compressive strength q of the sample when curing for 28 days u =986.0kPa, meeting the mechanical performance requirements as a filler.
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